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General Footing <br />LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Stringer Base Footing <br />Project File: 23-0221-00 - Revised Stairway.ec6 <br />Project Title:Illumination Foundation <br />Engineer: <br />Project ID:23-0221-00 <br />Project Descr: <br />Flexure Axis & Load Combination in^2 in^2 in^2 k-ft <br />As Req'd <br />Footing Flexure <br />Tension <br />k-ft <br />Actual As StatusMuSide <br />Surface <br />Gvrn. As Phi*Mn <br />Z-Z, +1.20D+1.60Lr 0.8711 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +0.90D 0.3081 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +0.90D 0.3081 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />One Way Shear X <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 2.96 2.96 2.96 46.42 0.06psipsipsipsi OK <br />+1.20D+0.50Lr 3.42 3.42 3.42 46.42 0.07psipsipsipsi OK <br />+1.20D 2.54 2.54 2.54 46.42 0.05psipsipsipsi OK <br />+1.20D+1.60Lr 5.38 5.38 5.38 46.42 0.12psipsipsipsi OK <br />+0.90D 1.90 1.90 1.90 46.42 0.04psipsipsipsi OK <br />One Way Shear Z <br />Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 0.95 0.95 0.95 40.55 0.02psipsipsipsi OK <br />+1.20D+0.50Lr 1.10 1.10 1.10 40.55 0.03psipsipsipsi OK <br />+1.20D 0.81 0.81 0.81 40.55 0.02psipsipsipsi OK <br />+1.20D+1.60Lr 1.72 1.72 1.72 40.55 0.04psipsipsipsi OK <br />+0.90D 0.61 0.61 0.61 40.55 0.02psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 7.14 150.00 0.0476 OKpsipsi <br />+1.20D+0.50Lr 8.26 150.00 0.05509 OKpsipsi <br />+1.20D 6.12 150.00 0.0408 OKpsipsi <br />+1.20D+1.60Lr 12.98 150.00 0.08651 OKpsipsi <br />+0.90D 4.59 150.00 0.0306 OKpsipsi <br />24 <br />914-918 N Bewley <br />St5/8/2025